摘要
以近些年来国内外的高强度混凝土梁柱节点试验资料为依据提出了高强混凝土梁柱节点核心区受剪承载力的试验回归公式。以供高强混凝土节点设计的参考。
The domestic of this text carry on study, calculation and analysis basing on the experiment data of high strength concrete beam-column joints in the last few years. And put forward the deductive formula to calculate the bearing shear capacity in the joints of high concrete beam-column in our country on this foundation.
出处
《西部探矿工程》
CAS
2008年第12期212-213,共2页
West-China Exploration Engineering
关键词
高强混凝土
节点核心区
受剪承载能力
high strength concrete, core of joint, beating shear capacity